pl l p l p l p - virginia department of...

0

SCALE

25' 50'

Matc

h Lin

e Sta. 10

4+0

0.0

0 See Sheet 4

0784-076-050

3

3

WAYNE E. LIGHTFOOT, (703) 259-3223

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d98371003.dgn

Plotted By: localuser10:44:56 PM

5/16/2014

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

784

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

C

F

Denotes Demolition of Pavement

Denotes Planing and Resurfacing of Pavement

Denotes Full Depth Pavement

Or "Note: Dot-dashed lines denote utility easements." Or "Note: Dot-dashed lines denote permanent easements." "Note: Dot-dot-dashed lines denote temporary easements."

LEGEND

LEGEND

Full Depth Vertical Sawcut1

RW-201, M-501

Lane Use ArrowsSigning Plan

6(3)Pavement Marking &

3ADale Blvd. Profile

2DConcrete Staking Detail

2E&SC Legend

Exist. Lane Use Arrows

UTILITY OWNERS

Phone: (703) 392-1519

5401 Staples Mill Road

Phone: (804) 915-5370

3 - Northern Virginia Electric Co-op

14500 Minnieville Road

Woodbridge, Va. 22193

4 - Verizon

Field Contact: Deam Rasmussen

Phone: (434) 942-8192

5 - Comcast

Richmond, Va. 23228

Phone: (703) 750-1000

2 - Washington Gas

6801 Industrial Road

Springfield, Va. 22151

Phone: (800) 452-6863

1 - Virginia American Water

2223 Duke Street

Alexandria, Va. 22314

ENGINEER

ROADWAY & HYDRAULIC

Fairfax, Virginia

Group Inc. of Virginia

Parsons Transportation

E. JOHN PATAKY, L. S, (703) 259-2355 DATE COMPLETED 8/31/2011

PARSONS TRANSPORTATION GROUP, INC. JOSHUA S. WADE P. E. (703) 934-2300

ACCUMARK (800) 542-2990 DATE COMPLETED 4/30/2011SUBSURFACE UTILITY PROVIDED BY

St'd. MS-2 St'd. MS-1A

+41.09

0784-076-050,

No.Description Date

REVISED

1

St'd. MS-1A St'd. MS-2

+98.08

NOTES:

To Be Removed.

Existing Traffic Signal Equipment

2. 5' Conc. C&G 2. 5' Conc. C&G

2. 5' Conc. C&G

2. 5' Conc. C&GConc. Sidewalk

Conc. Sidewalk

In Pl. 12" C

onc. Pip

e

Top =

315.0

5'

In Pl. S

SM

H

4' Chain Link F

ence

6' Wooden Fence

Wooden Sig

n

Wooden Sig

n

Metal Sig

n

IP

Woods

Woods

2. 5' Conc. C&G

Inv.

Out

= 300.9

3'

Inv. =

312.0

1'

Inv. In =

310.7

2' (12")

Inv. In =

307.2

9' (2

4")

Grass Median

Metal Sig

n

Grass Median

Asphalt Parking Lot

117.3' In Pl. 2

4" C

onc. Pip

e

Conc. Sidewalk

Conc. Sidewalk

Dale Blvd. - Rte. 784


Asphalt Ent.

25.2

0' )

61.34' )

24.2

3' )

40.4

4' )

12

3.2

3' )

73.65' ) 92.14' )

12

4.6

9' )

14

3.5

1' )

PL

PLPL

PL

PL

292.52' )

173.31' )

298.71' )

PL (Per DB 1819 PG 1337)

Ex. 20' Storm Drainage Reservation Easement

Ex. 10' Utility Esmt. (Per DB 1010 PG 269)

Ex. 10' Utility Esmt. (Per DB 1010 PG 269)

Existing RW

Existing RW

N01°59'4

2"W

N01°59'4

2"W

N65°0

6'5

3"E

PL

85.4

9')

N03°0

2'15"E

N16°2

3'19"E

Wheel

Chair Ra

mp

+15.3

777.8

0'

(Asphalt)

(Asphalt)

(L = 46.93')

(R = 54.00')

(L = 21.73')

(R = 25.00')

(L = 22.30')(R = 254.00') (L = 59.18')(R = 254.00')

(L = 59.18')

(R = 254.00')

(L = 59.18')

(R = 254.00')

SS 10

0+0

0.0

0

S 82° 50' 34" E

100

101

102

103

Metal Sig

n (M

edia

n)

Top =

317.9

0'

In Pl. C

onc.

DI

In Pl. C

onc.

DI

In Pl. 2

4" C

onc. Pip

e

Top =

317.9

5'

In Pl. S

SM

H

Inv.

Out

= 310.5

1'

Inv. In =

309.7

5'

Inv.

Out

= 309.6

2'

48.6' In Pl. 2

4" C

onc. Pip

e

49.5' In Pl. 2

4" C

onc. Pip

e

In Pl. M

etal

Grate (M

edia

n)

Metal Sig

n

Wheel

Chair Ra

mp

In Pl. C

onc.

DI

Top =

318.4

6'

In Pl. S

SM

H

Top =

300.3

3'

In Pl. S

SM

H

Inv. In =

308.2

6'

Inv.

Out

= 308.18'

Inv. In =

295.15'

21.4' In Pl. 2

4" C

onc. Pip

e

Metal Sig

n (M

edia

n)

In Pl. C

onc.

DI

In Pl. C

onc.

DI

Top =

300.3

5'

In Pl. S

SM

H

Top =

298.8

7'

In Pl. S

SM

H

Top =

301.12'

In Pl. S

SM

H

Metal Sig

n

Metal Sig

n

Inv.

Out

= 295.9

1'

Inv.

Out

= 295.9

7'

Inv. In =

293.8

1' (15

" fro

m

West)

Inv. In =

293.8

8' (15" fro

m

North)

43.5' In Pl. 15" C

onc. Pip

e

16,3' In Pl. 15" C

onc. Pip

e

Inv.

Out

= 293.7

0'

63.9' In Pl. 15" C

onc. Pip

e

Metal Sig

n

N29°41'52"E 18

9.3

2'

18

9.53' )

107.92' )

DB2363

PG18

49

0.2

264

AC.

Tax# 8092-8

5-4

513

Inst. # 20010

9250099204

0.2

145

AC.

Tax# 8092-8

5-3

215

Inst. # 2006012400125350.1932 AC.

Tax# 8092-85-3815

DB2584 P

G15

59

0.2947 AC.

Tax# 8092-8

5-5

211

DB1776 PG104

Tax# 8092-85-3649

3.5006 AC.

DB19

30 P

G0539

0.2903

AC.

Tax# 8092-8

5-5

808

LP

LP

LP

TV

Box

E

T

V

TC

HH (M

edia

n)

LP

Elec.

Box

Elec.

Box

LP

Elec. Ped.

GV

Tele. Ped.

TV Ped.

U.

G. Tele.

Box

EOI

EOI

EOI

EOI

To Loop

G1

G1

HE

NR

Y L JR

&

DE

EN

A

CL

AR

K

KH

AWJ

A

R

&

SOFIA F

AK

HR

Y S

UR

V.

MASSIE WASHINGTON

KE

NNE

TH SP

AR

KS

SUPERVISORS

PRINCE WILLIAM COUNTY BOARD OF

CLARE

NCE JR

&

CLA

UDE

TTE

TIN

KE

R

PO

T 10

0+0

0.0

010

0

101 10

2

103

104

L

Dale Blvd. WB Rte. 784

Dale Blvd. EB Rte. 784

Exist. R/W

Exist. R/W

Prop. EB Dale Blvd. Constr. B

L

St'd MS-2 Req'd.

51'

1

1

1

27'

St'd MS-1A Req'd.

EB Dale Blvd. Const. B STA 101+00.00

Begin Project No. 0784-076-050, PE-101, RW-201, M-501

1

Ex.3-3 Ex.3-4

Ex.3-5

St'd UD-2 Req'd.

IP-B

0

SCALE

25' 50'

Matc

h Lin

e Sta. 10

4+0

0.0

0 See Sheet 3

Matc

h Lin

e Sta. 15

3+0

0.0

0 See Sheet 5

0784-076-050

4

4


REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d98371004.dgn


5/18/2014

PROJECT MANAGER

SURVEYED BY


PROJECT SHEET NO.





784



C

F





LEGEND

M-501

0784-076-050, RW-201

Denotes Surface Pavement

Lane Use Arrows

LEGEND

at Nearest Joint

Sawcut Sidewalk

Full Depth Vertical Sawcut

2

1


UTILITY OWNERS

Phone: (703) 392-1519


Phone: (804) 915-5370




4 - Verizon


Phone: (434) 942-8192

5 - Comcast

Richmond, Va. 23228

Phone: (703) 750-1000

2 - Washington Gas



Phone: (800) 452-6863


2223 Duke Street


7(4)Traffic Signal Plan Sheet

Signing Plan


4BLindendale/Quate Profile



2E&SC Legend

ENGINEER

ROADWAY & HYDRAULIC

Fairfax, Virginia



PARSONS TRANSPORTATION GROUP, INC.

JOSHUA S. WADE P. E. (703) 934-2300


SUBSURFACE UTILITY PROVIDED BY ACCUMARK (800) 542-2990

DATE COMPLETED 4/30/2011

Inv. (In) 279.95, Inv. (Out) 279.40

Req'd. (3' Cover)

63' - 15" Storm Sewer Pipe

1 St'd. IS-1 Req'd.

L=6', H=4.0', Inv. 279.95

1 St'd. DI - 3B Req'd.

Inv. (In) 282.02, Inv. (Out) 280.05

Req'd. (3' Cover)


L=10', H=3.9', Inv. 282.02


Inv. (In) 283.06, Inv. (Out) 282.91

8'-6" Outlet Pipe Req'd.

Inv. 283.03

Tree Box Filter Req'd.

Inv. (In) 281.62, Inv. (Out) 281.47


Inv. 281.62


Inv. (In) 285.18, Inv. (Out) 284.97


Inv. 285.18


Replace With DI - 3B Top, L=12'

Remove Ex. DI Top

pipe and accept new pipe

Modify Ex. Structure to remove Ex.

of pipe 4-6 to Ex. 4-8

Replace Ex. DI Top after constr.

Remove Ex. DI Top

Replace Ex. Pipe

Inv. (In) 282.60, Inv. (Out) 282.13

Sewer Pipe Req'd. (5' Cover)

48' - 14"X23" H. Elliptical Storm

Remove Ex. Structure

1 St'd. IS-1 Req'd.

Inv. 282.60

1 St'd. MH-1 Frame & Cover Req'd.

6.9 LF St'd. MH-1 or 2 Req'd.

Replace Ex. Pipe

Inv. (In) 283.35, Inv. (Out) 282.70

Req'd. (4' Cover)


4-20 to 4-18

4-20

4-20A to 4-20

4-20A

BMP-3 to 4-20A

BMP-3

BMP-2 to Ex. 4-12

BMP-2

BMP-1 to Ex. 4-11

BMP-1

4-10

Ex. 4-8

Ex. 4-7

4-6 to Ex. 4-8

4-6

Ex. 4-3 to 4-6

Drainage Descriptions

Proposed Signal Pole




HYDRAULIC ENGINEER

Gaithersburg, Maryland

Endesco Inc.

No.Description Date

REVISED

1

Remove Existing Traffic Control Manhole

3/18/14

NOTES:

To Be Removed

Exist. DI Top

To Be Removed

Structure

Exist. DrainageTo Be Removed

Exist. Pipe

Exist. DI Top To Be Removed

Frame & Cover

Add 1 St'd. MH-1

Modify Existing Ditch Inlet

1 St'd. IS-1 Req'd.

Both Sides

Modify To Accept 15" Pipe

Add St'd. DI- 3C, L=14' Top

Modify Existing Drop Inlet

Inv. (Out) 278.81

Inv. (In) 279.30,

Req'd. (3' Cover)

64'-15" Storm Sewer Pipe

L=10', H=3.9', Inv. 279.3


Inv. (Out) 278.30

Inv. (In) 279.30,

Req'd. (3' Cover)

77'-15' Storm Sewer Pipe

1 St'd. IS-1 Req'd.

L=10', H=4.5', Inv. 279.30

1 St'd. DI - 3C Req'd.

4-22

4-16

4-16A to 4-16

4-16A

4-18 to 4-16

4-18


Inlet To Provide Positive Drainage

Grade The Area Around The Exist.

Item For The Work Being Done.

Located. Cost To Be Included In Related Bid

Damage To A Utility That Has Been Properly

The Contractor Will Be Responsible For

Backfilling And Compacting Around Utilities.

The Contractor While Excavating. Installing,

Extreme Caution Shall Be Exercised By

When Excavating Near Existing utilities.

The Contractor Shall Use Hand Digging3.-

VDOT Specifications.

Inspections Shall Be Done Per

Post Construction Pipe Installation2.-

In Conflict Shall Be Removed.

All Existing Traffic Equipment1.-

2' C

onc.

C&

G

2' Conc. C&G

2' C

onc.

C&

G

2. 5' Conc. C&G

2. 5' C

onc.

C&

G

Gravel Shoulder

Conc. Sidewalk

Conc. Sid

ewalk

Conc. Sidewalk

Conc. Sid

ewalk

Asphalt Trail

Top = 289.17'

In Pl. C

onc.

DI

In Pl. C

onc.

DIIn Pl. C

onc.

DI

In Pl. M

etal Grate

In Pl. M

etal

Grate

Top = 288.04'

In Pl. S

SM

H

Top =

282.9

0'

In Pl. S

SM

H

3' Chain Link Fence

3' Chain Link Fence

Metal Guardrail

Metal Sig

n

IP

24' Oak

24' Oak

3" Plu

m40'' Oak

Woods

Inv. O

ut = 282.3

9'

Inv. In = 282.78'

Inv. O

ut = 283.3

5'

Inv. In = 283.47'

Inv. O

ut = 283.67'

Inv. In 283.78'

In Pl. C

onc.

DI

Inv.

Out

= 273.8

7'

60.9' In Pl. 15" C

onc. Pip

e

Top =

281.84'

Wooden Retainin

g

Wall

2. 5' C

onc.

C&

G

Metal Guardrail

2. 5' Conc. C&G

Inv. =

256.3

5'

Grass Median

2' C

onc.

C&G

Shrub

s

Conc. Sidew

alk



Grass Median



Quate Ln

2. 5' Conc. C&G

Asphalt Ent.

7.3' In Pl. 15" C

onc. Pipe

63.8' In Pl. 15" C

onc. Pipe

Tree Cluster

In Pl. S

SM

H

Top = 288.75'

Top = 289.93'

In Pl. S

SM

H38.3' In Pl. 15" C

onc. Pipe

Inv. O

ut = 284.71'

15" Pine

Inv. In =

256.8

9'

Inv.

Out

= 256.7

9'

115.1' In Pl. 8

4" C

M

Pip

e

57.8' In Pl. 15" C

onc. Pipe

81.12' )

PL

107.92' )

139.74' )

18

9.53' )

PL

PL

254.8

1' )

Existing RW

PL

144.50' )

Existing R

W

Existing RW

PL

PL

PL

PL

81.12' )

63.91' )

PL

PL

PL

Existing R

W

Existing RW

229.6

4' )

Existing

RW

Existing RW (Per DB 1777 PG 1114)Ex. Sight Distance Ease

ment

(P

er DB

1976 P

G 35

7)

Ex. 2

0' Stor

m Sew

er Easem

ent

(P

er D

B 669 P

G 271)

Ex. Sanitary Sewer Es

mt.

(

Per

DB 1976 P

G 35

7)

Ex. 4

5' Storm S

ewer E

asem

ent

229.8

2' )

175.00' )

Ex. 5' Utility Reservation (Per DB 1922 PG 908)

(Per D

B 19

22 P

G 908)

Ex. Sig

ht

Dista

nce Es

mt.

(Per DB 669 PG 277)Ex. Storm Sewer Easement

N29°41'52"E 18

9.3

2'

S43°05'11"W 139.37'

(L = 3

9.27')

(R = 25.00')

S04°2

2'4

6"E

N01°39'0

6"W 255.3

0'

PL

Wheel Chair Ra

mp

(Per D

B 19

22 P

G 908)

Ex. 5'

Utility Reservation

(L = 39.54')

(R = 2

5.00')

(R = 3,030.00')

(L = 342.23')

E-01

E-0

1

E-0

2

(R = 3,170.00')

(L = 101.58')

(L = 40.62')

(R = 25.00')

(R

= 378.0

0')

(L =

88.3

4')

(R = 378.0

0')

(L = 76.0

7')

(R = 2

5.00')

(L = 37.60')

(R=4

42.0

0')

(L=9.2

6')

(R=4

42.0

0')

(L=5

3.5

7')

(R

= 442.0

0')

(L =

69.4

9')

(L = 60.8

7')

(R = 442.0

0')

+33.6

8

102.17'

(Asphalt)

(Asphalt)

(Asphalt)

(Asphalt)

E-03

E-0

3

N 6° 58' 21" E

N 1° 2

2' 41" W

16

17

18

PI 10

4+9

2.4

1

PI 10

7+0

6.0

9

N 72° 2

1' 42" E

N 81° 13' 52" E

104

105

106

107

108

109

PI 16

+82.6

6PI 10

7+0

6.0

9 =

In Pl. C

onc.

DI (M

edia

n)

In Pl. C

onc.

DI (M

edia

n)

Metal Sig

n (M

edia

n)

In Pl. C

onc.

DI

Top =

288.6

8'

In Pl. S

SM

H

Metal Sig

nWooden Sig

n

Inv. In =

279.2

4'

Inv.

Out

= 279.19'

65.1' In Pl. 3

0" C

onc. Pip

e

Inv. =

276.3

3'

Conc. Pad

Conc. Pad

Wheel

Chair Ra

mp

E-0

2

19

Inv. =

263.0

0'

Inv. =

258.10'

115.2' In Pl. 8

4" C

M

Pip

e

PI 19+3

8.44

Metal Sig

n

15' Pear

Conc. Pad

Conc. Pad

Conc. Pad

15' Pear

Wheel

Chair Ra

mp

Metal Sig

n (M

edia

n)

Wheel

Chair Ra

mp

Wheel Chair Ramp

Metal Sign

Wheel Chair Ramp

Hedgerow

Metal Sign

Top =

295.8

3'

In Pl. S

SM

H

Top =

295.3

9'

In Pl. S

SM

H

Fla

g Pole

Inv.

Out

= 290.15'

Inv. In =

291.26'

161.4' In Pl. 18" C

onc. Pip

e

Wheel

Chair Ra

mp

160.9' In Pl. 3

6" C

onc. Pip

e

Metal Sig

n

Shrubs

IP

Dist.

+03.9

0

125.8

9'

(Per D

B 1165 P

G 654)

Gradin

g Ease

ment

Ex. 50' Te

mp. Slo

pe and

PI 16+82.66

Asphalt Ent.

Conc. E

nt.

+11.4734.92'

IPF

Asphalt E

nt.

Conc. Sid

ewalk

2' C

onc. C

&G

15

2. 5' C

onc. C

&G Ent.

Conc.

Ent.

Conc.

Conc. Sid

ewalk

Ent.

Conc.

Conc. E

nt.

PI 14+51.78

Ent.

Conc.

Lin

dendale Rd - Rte. 2

053

+92.30

45.85'

IPF

Metal Sig

n (M

edia

n)

89.61' )

128.64')S77°0

2'15"W

10

9.16')

12

2.5

0')

N26°3

6'0

6"W

109.2

8'

121.8

1'

N26°3

6'0

6"W

114.17' )

S68°0

1'46"W

114.29'

Wheel Chair Ramp

15" Pear

Brick Sign

6" Conc. Wall

118.98' )

N70°58'33

"E

N59°2

6'44"E

( 125.11' )

51.7

8')

Conc. Sidewalk

2. 5' Conc. C&G

(Per DB 1922 PG 908)

Sewer Easement

Ex. 20' Storm

Ease

ment (P

er D

B 19

22 P

G 908)

Varia

ble

Width Sig

ht

Dista

nce

Ease

ment (P

er D

B 17

77 P

G 1114)

V.

D.

O. T. Traffic Sig

nalization

Ease

ment (P

er D

B 17

77 P

G 1114)

V.

D.

O. T. Traffic Sig

nalization

(P

er D

B 669 P

G 271)


mt. (P

er D

B 17

77 P

G 1114)

Sewer Ease

ment

Ex. 20' Stor

m

2' Conc. C&G

Asphalt Ent.

15" Oak

Asphalt Trail

Inv. =

256.3

5'

Existing RW

(Per DB 669 PG 277)Ex. Storm Sewer Easement

Existing RW

In Pl. C

onc.

DI

In Pl. C

onc.

DI

Top =

291.17'

In Pl. S

SM

H

Top =

288.5

7'

In Pl. S

SM

H

Inv. In =

282.3

4' (15" fro

m

North)

Inv.

Out

= 279.7

5'

Inv.

Out

= 282.4

0'

Inv. In =

282.4

5' (3

6" fro

m

West)

Inv. In =

281.51'

18.4' In Pl. 3

0" C

onc. Pip

e

53.5' In Pl. 3

0" C

onc. Pip

e

In Pl. SSMHIn Pl. Conc. DI

Top = 290.33'

Inv. Out = 286.12'Inv. In = 286.14'

109.1' In Pl. 15" Conc. Pipe

In Pl. C

onc.

Vault

Top =

289.2

9'

In Pl. S

SM

H

Inv.

Out

= 281.85'

Inv. In =

282.13' (15")

Inv. In =

282.0

0' (18")

141.0' In Pl. 18" C

onc. Pip

e

In Pl. C

onc.

DI

Top =

289.13'

In Pl. S

SM

H

Out

= Direct to Vault

Top =

285.4

8'

In Pl. S

SM

H

Inv.

Out

= 278.10'

41.3' In Pl. 3

0" C

onc. Pip

e

Inv. In =

278.14' (3

0")

Inv. In =

278.0

8' (18")

SidewalkConc. 18" Pipe

30" Pipe

15" Pipe

DB1777 PG1114

4.669 AC.

Tax# 8092-95-0166

Inst. # 2009012200055230.2757 AC.

Tax# 8092-85-9317

DB19

30 P

G0539

0.2903

AC.

Tax# 8092-8

5-5

808

DB2477 PG0241

0.3374 AC.

Tax# 8092-85-7318

DB1422 P

G0340

0.2176 A

C.

Tax# 809

2-85-7609

Inst. # 20

0503

2500

4705

5

0.186

9 A

C.

Tax# 8

092-85-970

3

Inst. # 20

0907

0600

6586

1

0.179

8 A

C.

Tax# 8

092-85-9510

Inst. # 20

0303

2400

5365

2

0.1778 A

C.

Tax#

8092-85

-7801

Tax# 8192-04-1881

DB1160 PG1572

42.1291 AC.

DB2584 P

G15

59

0.2947 AC.

Tax# 8092-8

5-5

211

1.2688 AC.

Tax# 8092-85-7047

Inst. # 201304050035439

TC

LP

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOIEOI

EOI

EOI

To LoopTo Loop

To Loop

To Loop

To Loop

To Loop

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

EOI

Elec.

Box

Elec.

Box

Elec.

Box

LP

LP

LP

GV

Top = 2

90.21'

In Pl. SMH

S

Tele. Box

Tele.

Box

Tele. Ped.

TC

HH

TCHH

TC

HH

TC

HH

TCLP

FH

FH

WM

WM

WM

In Pl. Water MH

WV

WV

U.

G. Elec.

Box

V

T

V

U.

G. Elec.

Box

U.

G. Tele.

Box

T

F. O. Marker

WV

Inv. = 28

1.79'

T

U.

G. Tele.

Marker

W

TC

HH (M

edia

n)

Tele. B

ox

TV Ped.

WM

U. G. T

V Box

Elec.

Box

Tele. Pe

d.W

M

LP

TV Pe

d.

LP

TV

Box

Tele.

Box

TC

HH

TC

LP

WV

WV

Elec.

Box

F.

O.

Marker

LP

Irrigation Valve

U.

G. Tele.

Box

TC

HH (M

edia

n)

Elec.

Box

U.

G. Elec.

Box

TC

HH (M

edia

n)

TV

Box

Tele. Ped.

TC

HH

TC

HH

TC

LP

TC

Box

Speed Limit L

PSchool Zone

Limit L

P (M

edia

n)

School Zone Speed

CECIL D HYLTON ESTATE

VIRGILIO & ISABEL PUZA

CLARE

NCE JR

&

CLA

UDE

TTE

TIN

KE

R

LORETTA BOWMAN

EDWARD B & MARY E

SWIFT SURV.

MARIA

QUIROZ DE

PENA

LILLIA

N EVANS

MARIA E VE

LASQUEZ

PRINCE WILLIAM COUNTY SCHOOL BOARD

KE

NNE

TH SP

AR

KS

NA

TIO

NA

L R

ET

AIL P

ROP

ER

TIE

S, LP

PROPERTIES, LP

NATIONAL RETAIL

105

106

11

12

PT 12

+33.2

8

13

14

Curve LINQUATE-1PI = 11+19.89

T = 119.89'L = 233.28'R = 410.00'

10+00.00PC =

PT =12+33.28

L

L

L

L





104

PC 15

0+2

1.40

152

150

153

Curve WBDALE-1PI = 152+96.15

T = 274.75'L = 548.05'R = 3,078.85'

150+21.40PC =

PT =155+69.44

L

L

Prop. EB Dale Blvd. Constr. B

151

67'

68'

L

30.3

2'

Exist. R/W

Exist. R/W

Exist. R/W

Exist. R

/W

Prop. Lin

dendale Rd. C

onstr. B

Prop. Lin

dendale Rd.

Constr.

B

Exist. R/

W

Exist. R/

W

Exist. R/

W

STA 12+82.40Lindendale Rd. Constr. BSTA 106+70.69=EB Dale Blvd. Constr. B L

St'd MS-2 Req'd.

St'd MS-2 Req'd.

1

1

1

1

1

Existing Pavement

Reconstruct

Curve WBDALE-1

Curve LIN

QU

AT

E-1

15

20'

Exist. R/

W

39'

31.5'

12'

Sta. 14+34.66

End Const.

Edge of Gutter Elev.

Surface Course to Match

Place Tack Coat and

12'

1

35.5'

2

2

2

Curb & GutterMatch Exist.

Curb & GutterMatch Exist.

Req'd.

St'd. CG-6

2

Req'd.

St'd. CG-7

Transition Curb to St'd. CG-6

Match Exist. Curb & Gutter

2

5' Concrete Sidewalk

2

Match Exist. Curb & Gutter

C

CC

C

C

C

STA 13+27.66

Lindendale Rd. Constr. B

STA 150+00.00=

WB Dale Blvd. Constr. B

1

Sidewalk

4' Concrete

VD

OT

St'd.

CG-6

Matc

h Exist. C

urb

&

Gutter

Sheet 2C

See Detail "A"

Req'd.

St'd. CG-12C

Req'd.

St'd. CG-6

VDOT St'd. CG-6

Sidewalk4' Concrete

Gutter

Curb &

Exist.

Match

Exist. R/W

Sheet 2C

See Detail "B" St'd. CG-12B Req'd.

Sheet 2C

See Detail "D" on

St'd. CG-12B Req'd.

1

1

1

1

Prop. WB Dale Blvd. Constr. B

Quate Lane (Rte. 3717)

on Sheet 2C

See Detail "C"

St'd. CG-12B Req'd.

4-6

15" Pipe

4-18

Ex.4-7

Ex.4-1

Ex.4-2

Ex.4-3

Ex.4-8

Ex.4-9

Ex.4-11

Ex.4-12

Ex.4-15

Ex.4-16

Ex.4-13

Ex.4-14

Ex.4-24

Ex.4-17

Ex.4-23

4-20

4-10

4-22

4-16A

18" Pip

e

15" Pipe

15" Pipe

15" Pip

e

4-20A

St'd UD-2 Req'd.

St'd UD-2 Req'd.

Be Cleaned Out

Existing Pipe To

IP-B

IP-B

IP-B

IP-B

IP-B

IP-A

IP-B

IP-B

IP-B

IP-A

IP-BIP-B

IP-A

Ellipitcal Pipe

14" x 23"

To Be Cleaned Out

Existing Pipe

BMP-3

BMP-2

BMP-1

6" Pip

e

6" Pipe

6" Pipe

Prop. Temporary Const. Easement

001

002

003

Const. Easement

Prop. Temporary

004

Const. Easement

Prop. Temporary

Const. Easement

Prop. Temporary

Prop. Temporary Const. Easement

Permanent Signal Easement

Proposed R/W

Permanent Signal Easement

Easement

Signal

Permanent

0

SCALE

25' 50'

Matc

h Lin

e Sta. 15

3+0

0.0

0 See Sheet 5

0784-076-050

5

5


REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d98371005.dgn


5/16/2014

PROJECT MANAGER

SURVEYED BY


PROJECT SHEET NO.







C

F





LEGEND

784

NOTES:

Full Depth Vertical Sawcut1

RW-201, M-501

Lane Use Arrows

Signing Plan




2E&SC Legend


5-2 to 4-16

5-2

5-1 to 4-18

UTILITY OWNERS

Phone: (703) 392-1519


Phone: (804) 915-5370




4 - Verizon


Phone: (434) 942-8192

5 - Comcast

Richmond, Va. 23228

Phone: (703) 750-1000

2 - Washington Gas



Phone: (800) 452-6863


2223 Duke Street


ENGINEER

ROADWAY & HYDRAULIC

Fairfax, Virginia



PARSONS TRANSPORTATION GROUP, INC. JOSHUA S. WADE P. E. (703) 934-2300


ACCUMARK (800) 542-2990 DATE COMPLETED 4/30/2011SUBSURFACE UTILITY PROVIDED BY

5-1

5-1A to 5-1

5-1A

BMP-4 to 5-5A

BMP-4


Inv. (In) 279.82, Inv. (Out) 278.81

100' - 15" Storm Sewer Pipe Req'd. (3' Cover)

L=10', H=3.9', Inv. 279.82

1 St'd DI - 3B Req'd.

Inv. (In) 280.24, Inv. (Out) 279.50


L=8', H=4.0', Inv. 280.24


Inv. (In) 283.09, Inv. (Out) 280.34


L=8', H=3.9', Inv. 283.09


Inv. (In) 284.34, Inv. (Out) 284.15


Inv. 284.34

Tree Box filter Req'd.

HYDRAULIC ENGINEER

Gaithersburg, Maryland

Endesco Inc.

0784-076-050,

No.Description Date

REVISED

1

2. 5' Conc. C&G

2. 5' Conc. C&G

Conc. Ent.

Asphalt Ent.Conc. Sidewalk

Conc. Sidewalk

Asphalt PathConc. Sidewalk

Asphalt Path

In Pl. C

onc.

DI

Conc. Ditch

Conc. Ditch

In Pl. 27

" Conc. P

ipe

Top =

294.2

2'

In Pl. S

SM

H

6' Wooden Fence 4' Chain Link Fence 4' Chain Link Fence

Metal Guardrail

IP

IP

20"

Maple

Woods

Metal Guardrail

Inv. In =

291.44' (15" fro

m

SE)

Inv. In =

288.5

7' (15" fro

m

NW)

Inv. In =

287.3

1' (27")

Inv.

Out

= 286.9

4'

72.0' In Pl. 3

0" C

onc. Pip

e

Conc. Sidewalk



Asphalt E

nt.

2. 5' Conc. C&G

Shrub

Shrub

Woods

(Per DB 1725 Pg 1437)

Ex. 20' Storm Sewer

Easement

(Per DB 1725 Pg 1437)Ex. 20' Storm Sewer Easement

(Per D

B 172

5 Pg 14

37)

Ex. 4

5' Stor

m Se

wer

Ease

ment

Ex. 20'

Access Ease

ment

(Per D

B 17

25 Pg 14

37)

100.30' )

14

2.08' )

120.00'

)

( 20.00' )

148.28' ) Existing RW

PL

PL PL

PL

PL

PL

PL

PL

(P

er D

B 669 P

G 271)


mt.

(P

er D

B 17

77 P

G 1114)

Ex. 25' Stor

m

Sewer Ease

ment

(Per DB 66

9 PG 271)

Ex. Sanita

ry Sewer

Esmt.

(Per D

B 1777 P

G 1114)

Ex. 20' St

orm Sewe

r Easeme

nt

2. 5' Conc. C&G

N65°33'

36"E

N22°3

2'3

1"E

N16°47'5

0"E

N33°4

0'10

"W

88.37')

(R = 3,030.00')

(L = 166.31')

(L = 3

9.27')

(R = 25.00')

(R = 25

0.00')

(L = 53.

60')

+86.9

175.12'

+10.0

010

1.31'

+08.8

112

1.70'

+79.5

218

7.13'

+34.6

018

7.3

3'

(Asphalt)

(Asphalt)

Grass Median

Grass Median

IPF

IPF

IPF

PI 111+72.9

2

N 81° 44' 30" E

110

111

112

113

114

115

116

Keyto

ne Rd -

Rte. 2050

Grass Median

(R = 54.00')

(L = 61.9

6')

(R = 54.00')(L = 48.06')

(R = 5

4.00')

(L = 4

8.05')

Existing RW

In Pl. C

onc.

DI

In Pl. S

SM

H

Inv.

Out

= 288.4

2'

Top =

296.9

5'

52.2' In Pl. 15" C

onc. Pip

e

Metal Sig

n (M

edia

n)

2. 5' C

onc.

C&

G

2. 5' C

onc.

C&

G

Conc. Sid

ewalk

Bric

k Sig

n

Wheel

Chair Ra

mp

(Per DB 1725 Pg 1437)Ex. 15' Waterline Easement

PI 115+3

4.9

8

Shrub

24"

Maple

10"

Dog

wood

Inv. =

289.3

2'

Inv. =

292.8

2'

Brush

18"

Maple

Shrub

15"

Maple

Wheel

Chair Ra

mp

Wheel

Chair Ra

mp

N33°4

0'10

"W 18

5.2

2'

15

5.46' )

13

6.0

2' )

S34°11'4

4"E

83.31' )

54.8

9' )

124.77' )

10

0.6

2' )

95.00' )

124.77' )

10

9.2

1' )

10

9.2

1' )

L =

45.9

5'

R

= 310.0

0'

L = 39.2

7'

R = 2

5.00'

(2

0.0

0')

Existin

g R

W

Existing RW

PL

PLPL

N52°4

4'54"E

N26°0

6'3

0"W

N69°16'41"E

N12

°13'4

6"W

(R = 2

50.00')

R = 3

10.00'

Existin

g R

W

(L = 21.7

3')

(R = 2

5.00')

(P

er D

B 669 P

G 271)


mt.

In Pl. C

onc.

DI

Top =

292.8

8'

In Pl. S

SM

H

Inv.

Out

= 288.6

5'

37.2' In Pl. 15" C

onc. Pip

e

In Pl. C

onc.

DI

Top =

294.8

6'

In Pl. S

SM

H

Top =

295.5

9'

In Pl. S

SM

H

Inv.

Out

= 291.63'

13.4' In Pl. 15" C

onc. Pip

e

Inv. In =

286.4

3'

Inv.

Out

= 286.2

8'

160.1' In Pl. 3

0" C

onc. Pip

e

In Pl. C

onc.

DI (M

edia

n)

L = 6

4.4

3'

R

= 310.0

0'

Inv. In =

267.11' (30")

Top =

290.12'

In Pl. S

SM

H

In Pl. 2

4" C

onc. Pip

e

Inv.

Out

= 267.0

3'

Inv. In =

280.9

4' (15")

Wheel

Chair Ra

mp

Inv. =

265.8

4'

Existing RW

(R = 3,170.00')(L = 431.21')

Asphalt Trail

Woods

Existing RW(R = 3,170.00')(L = 431.21')

(Per D

B 669 P

G 271)

For The Drainage of Natural Storm

Waters

Ex. Flood Plain Limit Lines Es

mt.

(Per D

B 669 P

G 271)

For The Drainage of Natural Storm

Waters

Ex. Flood Plain Limit Lines Es

mt.

10

0.6

2' )

In Pl. C

onc.

DI

145.2' In Pl. 15" C

onc. Pip

e

In Pl. M

etal

Grate

Top =

286.6

1'

Inv. In =

282.9

3'

Inv.

Out

= 282.4

0'

Tax# 8192-04-1881

DB1160 PG1572

42.1291 AC.

Inst. # 200708070090952

0.2401 AC.

Tax# 8092-95-2249

Inst. # 200807020064117

0.3054 AC.

Tax# 8092-95-3147

Inst. # 200111280126922

0.2374 AC.

Tax# 8092-95-3850

Inst. # 200412130210280

0.2794 AC.

Tax# 8092-95-5049

Tax# 8092-95-6653

Inst. # 200805120044927

0.2743 AC.

DB1109 P

G747

3.9

331

AC.

Tax# 819

2-0

5-0

069

DB17

77 P

G1114

4.6

69

AC.

Tax# 8092-9

5-0

166

Tax# 8192-04-1881

DB1160 PG1572

42.1291 AC.

Tele.

Box

Tele.

Box

TC

HH

WV

WV

V

T

TC

E

Tele.

Box

Elec.

Box

Elec.

Box

Elec. Ped.

UG. T

ele.

Box

Tele. Ped.

TV Ped.

LP

LP

Tele.

Box

LP

LP

Ele

c.

Box

Tele.

Box

E

T

EOI

EOI

EOI

EOI

EOI

To Loop

EOI

EOI

EOI

EOIE

OI



SERVICES LLCRELIEF REAL ESTATE

JORGE CANTERO

LORAN D & LYDIA L HATCHER

JOSE VELASQUEZ MICHAEL A MCGHEE

EPIP

HA

NY L

UT

HE

RA

N

CH

UR

CH

CE

CIL

D

HYLT

ON

ES

TA

TE

PRINCE WILLIAM

COUNTY SCHOOL BOARD

L



153

153

154

155

PT 15

5+6

9.4

4

156

157 158

PO

T 15

8+5

0.5

6

Curve WBDALE-1

PI = 152+96.15

T = 274.75'

L = 548.05'

R = 3,078.85'

150+21.40PC =

PT =155+69.44

Exist. R/W

Exist. R/W

Exist. R/W

Exist. R/W

Prop. WB Dale Blvd. Constr. B

L

Curve WBDALE-1

WB Dale Blvd. Const. B STA 157+50.00

End Project No. 0784-076-050, PE-101, RW-201, M-501

31'

12'

51'

St'd MS-2 Req'd.

1

1

1

1

68.5'

27'

Sidewalk

4' Concrete

VDOT St'd. CG-6

Sidewalk

5' Concrete

15" Pipe 5-1

5-1A

15" Pipe

15" Pipe

5-2

St'd UD-2 Req'd.

VDOT St'd UD-2

IP-B

IP-B

IP-B

BMP-46" Pipe

pl l p l p l p - virginia department of...

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